Cube Testing of Concrete is a standard method used to determine the compressive strength of hardened concrete. It’s one of the most widely used tests in civil engineering for quality control on construction sites.
✅ Purpose of Cube Test
To ensure that the concrete mix used in construction meets the required compressive strength as per the design specifications (e.g., M20, M25, M30 grade, etc.).
📦 Cube Test Procedure
1. Sampling of Concrete
- Fresh concrete is collected during casting.
- Sample is taken as per IS 1199:1959.
2. Mould Size
- Standard cube size: 150 mm × 150 mm × 150 mm
- For concrete with aggregate > 20 mm, standard cube is used.
- For aggregate ≤ 20 mm, 100 mm cube may be used.
3. Casting of Cubes
- Fill the cube mould in 3 layers, each approximately 50 mm thick.
- Tamp each layer 25 times using a standard tamping rod.
- Finish the surface smoothly with a trowel.
4. Curing
- Keep the moulded cubes in a moist environment for 24 hours.
- After demoulding, cure the cubes in a water tank for 7, 14, and 28 days.
5. Testing (as per IS 516:1959)
- After the curing period, the cube is tested in a compression testing machine (CTM).
- Load is applied gradually at the rate of 140 kg/cm² per minute until failure.
📏 Calculation of Compressive Strength
Compressive Strength (N/mm²)=Load at failure (N)Area of cube face (mm²)\text{Compressive Strength (N/mm²)} = \frac{\text{Load at failure (N)}}{\text{Area of cube face (mm²)}}
- For a 150 mm cube:
Area=150×150=22500 mm2\text{Area} = 150 × 150 = 22500 \text{ mm}^2
📅 Test Age
- Common testing days: 7 days and 28 days
- 28-day strength is considered the characteristic strength.
📋 Acceptance Criteria (As per IS 456:2000)
- Average strength of 3 cubes ≥ Target strength
- No individual cube should be less than 85% of the grade strength
📘 Example
For M25 grade concrete:
- Target strength = 25 N/mm²
- 3 cubes tested at 28 days:
- Cube 1: 26 N/mm²
- Cube 2: 25.5 N/mm²
- Cube 3: 24.2 N/mm²
- Average = 25.23 N/mm² → Acceptable (above target)
- Minimum = 24.2 → > 85% of 25 = 21.25, so still acceptable
🔧 Precautions
- Proper mixing and compaction
- Moulds should be oiled and properly aligned
- Curing should be adequate
- Test machine must be calibrated.
✅ Cube Test Checklist for Site Engineers / Technicians
S. No. | Activity | Check/Action | Remarks |
---|---|---|---|
1 | Concrete Mix Grade | Confirm mix design (e.g., M20, M25, etc.) | |
2 | Cube Moulds Condition | Cleaned, oiled, and free from deformation | |
3 | Mould Size | 150 mm × 150 mm × 150 mm | |
4 | Sampling of Fresh Concrete | Taken as per IS 1199 | |
5 | Filling of Cube Mould | In 3 equal layers | |
6 | Compaction | 25 blows/layer using standard tamping rod | |
7 | Surface Finishing | Trowel finish, flush with mould top | |
8 | Curing Before Demoulding | Covered with moist hessian or plastic sheet | For 24 hours |
9 | Demoulding Time | After 24 ± 2 hours | |
10 | Cube Identification Marking | Date, cube number, mix grade | |
11 | Water Curing Duration | 7, 14, 28 days | |
12 | CTM Calibration Check | Ensure machine is calibrated | |
13 | Test Age | Record curing age on test date | |
14 | Testing Procedure | Load applied uniformly until failure | As per IS 516 |
15 | Record Peak Load | Load in kN or N | |
16 | Calculate Compressive Strength | Load ÷ Area of cube face | |
17 | Evaluate Result | Check against design mix & IS 456 |
📄 Sample Cube Test Report Format
CONCRETE CUBE TEST REPORT
Project Name: XYZ Construction
Location: __________________
Client: ____________________
Tested By: ___________________
Lab/Agency: __________________
Report No.: __________________
Date: //____
S. No. | Cube ID | Date of Casting | Grade | Size (mm) | Test Age (Days) | Date of Testing | Load (kN) | Strength (N/mm²) | Result |
---|---|---|---|---|---|---|---|---|---|
1 | C-01 | 10/06/2025 | M25 | 150×150×150 | 7 | 17/06/2025 | 470 | 20.89 | Pass |
2 | C-02 | 10/06/2025 | M25 | 150×150×150 | 28 | 08/07/2025 | 600 | 26.67 | Pass |
Compressive Strength = Load (N) / Area (mm²)
Area = 150 × 150 = 22,500 mm²Remarks: Cubes meet required strength criteria as per IS 456:2000.
Tested By: _____________
Approved By: _____________